Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Solid Waste Management
Eprocure
Opening Date3 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 4,05,00,000 
Notes
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Costs

Description

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₹51,000/MT*
Andhra Pradesh

BOQ Items

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M & L for providing pre construction anti termite treatment for the under plinth protection by applying emulsion at the rate of 5 litres per square metre of surface complete all as specified and as directed.

18

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M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Footings of poles etc complete all as specified and as directed.

15

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M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, bases for drying beds, bases for tanks, bases for coarse screen etc. complete all as specified and as directed.

23.6

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M & L for RCC M-30, Design Mix, using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and as directed.

5.3

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M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Chajjas, Guttters/ Facias & Fins etc. complete all as specified and as directed.

1.15

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M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and as directed.

4.5

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M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Slabs supported on walls, beams, columns, landings, shelves and the like complete all as specified and as directed.

9.36

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Use and removal of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits [if any] of foundation and plinth beams, bases for drying beds, bases of tanks, bases of coarse screen and similar work, vertical or to batter for rough finished surfaces complete all as specified and as directed. sides of concrete

34.32

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Use and removal of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick [horizontal or sloping] including fair finished surfaces complete all as specified and directed.

62.7

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Use and removal of steel formwork to chajjas, fins, Facia, louvers including fair finished surfaces complete all as specified and directed.

14

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Use and removal of steel formwork to sides and soffits of floor or roof beams, beam launchings, lintels, cantilevers, shelves including supports, overhangs, etc, splays between floors and beams and similar works for fair finished surfaces of concrete complete all as specified and as directed.

46.5

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Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for fair finished surfaces of concrete complete all as specified and as directed.

15.36

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M & L for High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

7403.44

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M & L for High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 8mm dia and over, as in stirrups, spacers, binders including hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

990.8

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M & L for 100 mm thick PCC 1:4:8, Type D-2, using 40mm graded aggregate as in Sub base for flooring complete all as specified and as directed.

33

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M & L for Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rolled and consolidated complete all as specified.

64.5

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M&L for Moorum/red bajri filling in foundations, floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

35.5

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. (Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.)

1110.06

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Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.

369.29

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Removal of excavated material [Soil] to a distance not exceeding 250m but not exc 500m and depositing where directed complete all as specified and as directed.

9.34

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M & L for 75mm thick, PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth protection etc surface finished even and smooth with out using extra cement and providing necessary joints 12mm wide to the full depth of PCC at every 3 meters and every change of directions and the joints duly filled with mastic filling comprising of 01 Part of heated bitumen blown grade any penetration and 3 parts of sand [all by weight] complete all as specified and as directed.

34.43

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M & L for providing water proofing treatment to roof surfaces by sweeping clean and washing down with water to remove dust etc and brushing neat cement slurry with 3.0 KG of cement per Sqm area, rendering 10mm thick in cement mortar 1:3 mixed with and including water proofing compound as per manufacturers instructions laid to levels finished even and smooth without using extra cement, priming the surface with a coat of cold applied bituminous primer @ 0.50 Kg per Sq.m, applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m, laying Polymeric water proofing membrane of weight not less than 3.00 Kg per Sqm reinforced with polyester non-woven fabric of weight not less than 150 Grams per Sq.m by torch application with side over lap of 100mm & end over lap of 150mm & tucked into the chases on vertical surfaces by thermo fusion including applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m on top for water proofing treatment and finally it shall be finished with a coat of bituminous aluminium primer @ 0.10 KG/Sqm including sealing all joints by thermo fusion with minimum 10cm overlap complete all as specified and as directed.

39

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M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed.

15.5

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M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, finished even and smooth without using extra cement complete all as specified and as directed.

257.82

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M & L for rendering to brick / concrete surfaces, 10 mm thick in Cement Mortar 1:6, finished fair and even without using extra cement complete all as specified and as directed.

101

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M & L for rendering 5 mm thick in Cement Mortar 1:3 as in ceiling surfaces, finished even and smooth without using extra cement complete all as specified and as directed.

44

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Material & Labour for preparation of new surfaces and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 Sqm complete all as directed.

113.4

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M & L for preparing newly plastered wall surfaces and applying two coats of Acrylic Washable Distemper over a coat of alkali resistant primer on Walls complete all as specified and as directed.

101

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M & L for three coats of white washing on newly plastered ceiling surfaces including necessary preparation of surfaces complete all as specified and as directed.

44

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S & F Second Class Hard Wood, plain, solid, straight Chowkats and Frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints complete all as specified and directed.

0.09

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S & F 35mm thick, Second Class Hard Wood, Glazed and Skeleton Shutters, open rebated and prepared to receive glass, gauze, etc., divided into squares, with plain, chamfered or rounded, mitred and rebated Sash Bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc., sizes of members of shutters as specified in SSR Part – I, Section 8, Clause 8.24 [b] and fitted to Chowkats complete all as specified and as directed.

2.1

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S & F Factory made, 35mm thick, Second Class Hard Wood, Plain framed, Panelled Shutter [Two Panel] with Lock Rail and Panel of 9 mm BWP Commercial Ply or 12 mm Veneered Particle Board with Commercial Veneering on both faces, the size of Rail and Stile as per IS – 1003 [Part – I], Kiln Seasoned and Chemically Pressure treated and fitted to Chowkats complete all as specified and as directed.

2.4

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S & F Solid PVC door frame of size 50mmX47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube in opening complete all as specified and as directed.

5.1

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S & F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm Plain colour PVC Sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified and as directed.

1.7

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S & F Mild Steel work conforming to Fe - 290, Grade E-165 as in Bands, Straps, Supports or Stays for Rainwater, Ventilating Pipes, including Bolts, if required, Hooks [Stay], heavy, for Large Gates, Hook and Pintle Hinges, large Hasps and Staples, Chains, hand made Sliding Bolts, Clamps, Hold Fasts, Wall Ties, Hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles complete all as specified and as directed.

35.78

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M & L for Plain cement concrete Type B-1 [Nominal Mix] 1:2:4 using 20mm graded stone aggregate as in lintels up to 1.5m span, Cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.

27.52

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S & F Steel rolling shutters, thickness of laths of 1.25 mm, with ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, gear operated type with bevel gear box and crank handle, complete all as specified and as directed. [Note: Quoted rate is inclusive for 02 Nos of ball bearings 65mm dia and 01 No Safety lever lock mild steel with 4 levers]

7.5

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Supply only Stainless steel wire cloth / mesh with average aperture not exceeding 1.40 mm and dia of wire 0.36 mm complete all as specified and as directed.

1.5

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S & F Aluminium anodised barrel Tower Bolt of size 200 mm size of extruded section complete all as specified and as directed.

8

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S & F Aluminium alloy anodised Sliding Door Bolt with hasp and staple [Bolt Type] of size 250 mm and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed.

2

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S & F 125mm long Butt hinges, Stainless Steel, Medium weight, bright polished including fixtures complete all as specified and as directed.

12

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S & F Aluminium anodised Handle, of extruded section Fabricated Type of size 150mm long complete all as specified and as directed.

8

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S & F floor door stopper of aluminium body and tongue anodised with hand drawn steel spring fixed in floor complete all as specified and as directed.

2

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S & F 300mm, mild steel ordinary rat tail rod pattern springs including roller and roller plate complete complete all as specified and as directed.

1

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M & L for two coats of synthetic enamel paint over one coat of pink primer to newly untreated wooden surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed.

17

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Supply and fixing factory made uPVC white colour fixed glazed window/ventilator made of (small series) frame 47 x 50 mm mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area upto 0.75 sqm.) comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I. fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Glass shall be paid separately). Notes: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Unit rate quoted by contractor is excluding cost of glass but includes all copnnected accessories.

0.36

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Supply and fixing factory made uPVC white colour Three track three panels sliding door with fly proof S.S. wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 + 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) comprising of uPVC chambered frame, with in-built roller track and sash extruded profiles duly reinforced with 1.60 + 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required). stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fastener 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Cost of Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made

4.4

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S & F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer in-charge.

11

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Supply only stsinless steel wire cloth / mesh of 0.36mm niminal dia of wire and 1.40mm average width of aperture

1.5

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Supply only 5.5mm thick sheet glass ordinary quality with solar control film 50 micron reflective type in squares exceeding 0.5 Sqm in each pane

2.9

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M & L for Non Skid Ceramic Tiles, Joint Free, Coloured, Premium Quality of size exceeding 0.18 Sq.m and not exceeding 0.38 Sq.m, 7 to 8 mm thick [Square or Rectangular] as in Floors etc, set and jointed in neat cement slurry and pointed flush using polymer based cementitious tiling joint filler to match the shade of the tile including screed bed or bedding layer of mortar 15 mm thick in Cement Mortar 1:6 complete all as specified and as directed. [Note: The colour / shade / design of tiles shall be as approved by GE.]

34

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M & L for Non Skid Ceramic Tiles, Joint Free, Coloured, Premium Quality of size exceeding 0.18 Sq.m and not exceeding 0.38 Sq.m, 7 to 8 mm thick [Square or Rectangular] as in vertical surfcaes such as skirtings/ dado etc, set and jointed in neat cement slurry and pointed flush using polymer based cementitious tiling joint filler to match the shade of the tile including backing coat of 10 mm thick in Cement Mortar 1:4 complete all as specified and as directed. [Note: The colour / shade / design of tiles shall be as approved by GE.]

3.5

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M & L for 25mm thick, PCC 1:2:4, Type B-0, using 12.5mm graded stone aggregate as in sub base of flooring complete all as specified and as directed.

34

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M & L for Glazed designer Ceramic Tiles concept pattern, Joint Free, Coloured, Premium Quality of size 350x250x7mm / 450x350x7mm thick as in vertical surfcaes such as skirtings/ dado etc, set and jointed in neat cement slurry and pointed flush using polymer based cementitious tiling joint filler to match the shade of the tile including backing coat of 10 mm thick in Cement Mortar 1:4 complete all as specified and as directed. [Note: The colour / shade / design of tiles shall be as approved by GE.]

7

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Supplying and laying of CPVC pipes 16mm dia (outer), SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed.

3

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Supplying and laying of CPVC pipes 20mm dia (outer), SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed.

20

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Supplying and laying of CPVC pipes 25mm dia (outer), SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed.

8

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Supplying and laying of CPVC pipes 40mm dia (outer), SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed.

20

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S & F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with and including suitable clamps complete all as specified

3

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S & F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified

1

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S & F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified

6

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S & F 110mm dia PVC (SWR) bends with access door any radius

2

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S & F 75mm dia PVC (SWR) bends with access door any radius

2

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S & F 110mm dia PVC (SWR) junction single, (Single T) equal or unequal with access door

1

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S & F 75mm dia PVC (SWR) junction single, (Single T) equal or unequal with access door

1

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S & F 110mm dia PVC (SWR) vent cowl

1

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S & F PVC [SWR] floor trap of 75mm outlet plain with stainless steel grating including jointing with solvent cement

2

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S & F 15mm dia concealed stop cock chromium plated with long shank and cup screwed down high pressure with crutch or butterfly handle screwed both end for iron pipe.

1

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S & F 15 mm bore fancy type Chromium plated bib taps long body, cast copper alloy, with crutch or butterfly handle, screwed down for iron pipe or for brass ferrule, complete all as specified and directed.

2

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S & F 15 mm bore fancy type Chromium plated bib taps (TWO WAY) , cast copper alloy, with crutch or butterfly handle, screwed down for iron pipe or for brass ferrule, complete all as specified and directed.

1

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S & F health faucet with 1m long flexible tube, wall hook, non return valave complete all as directed [Make shall be Jaquar of Cat No. ALD-577 or its equivalent]

1

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S & F 6mm thick looking mirror (size not less than 600x450mm) fixed with SS studs, first quality belgium glass with chamfered edges complete all as directed.

1

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S & F Wash down water closet (Pedestal pattern), Vitreous China white, plastic water closet seat of same colour closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device including PVC valveless flushing cistern, low level with accessories and PVC connection as required complete all as specified and directed.

1

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S & F Vitreous china wash basin, white flat back size 550 x 400mm including cutting for and pinning in ends of brackets or erecting stand including 32mm bore PTMT waste coupling (60 grams), PVC waste pipe including provision of Pillar tap 15mm dia fancy type and PVC connection as required complete all as specified and directed.

1

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S & F 15mm dia fancy type, Angular stop cock with wall flange complete all as directed.

2

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S & F Brass Chromium plated shower rose 125mm with or without swivel joints, including fixing to steel pipe or union complete all as directed

1

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S & F Soap dish recessed type (stainless steel) [Make shall be Jaquar of Cat No. AHS-1531 or its equivalent]

1

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S & F Towel rail fixed in walls with plugs & CP brass screws [Make shall be Jaquar of Cat No. ACN-1111SM or its equivalent]

1

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S & F Rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) 500 litres capacity, hoisted and fixed in position including 40mm bore Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/2 0mm-210gms./ 25mm-455gms/ 40mm- 690 gms) complete all as specified

1

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Excavation over areas not exceeding 1.50 m in depth and getting out in hard/dense soil complete all as specified and as directed.

63.21

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Excavation over areas depth exceeding 1.5 m but not exceeding 3 m and getting out in hard / dense soil complete all as specified and as directed.

25.43

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M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Walls, Retaining Walls, Basement Walls, Ballast Walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified.

12.83

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Use and removal of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for rough finished surfaces of concrete complete all as specified.

115.08

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S & F Cast iron work grade FG-150, as in manhole covers and similar articles complete all as directed

60

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S & F Cast iron sand cast soil, waste and vent pipes 100mm bore in any length with or without ears, with cement joints, laid in trenches or in floors complete all asa specified

3

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S & F Cast iron Bends 100mm bore (any radius), diminishing pieces or tapers (larger bore measured)

12

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S & F PVC water bar 150mm size to be fixed in horizontal construction joints of walls of sump complete all as directed

25.2

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M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:3, finished fair and even without using extra cement complete all as specified and as directed.

79.56

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M & L for 75mm thick, PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in sub base of flooring / hard standing complete all as specified and as directed.

100

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M & L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as directed.

100

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Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in soft/ loose soil complete all as specified and as directed.

858.62

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Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in hard/dense soil complete all as specified and as directed.

38.6

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Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth exceeding 1.5m but not exceeding 3.0m and getting out in Soft / Loose soil complete all as specified and as directed.

733

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M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Footings of poles etc complete all as specified and as directed.

72.93

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M & L for 150mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars laid in trenches or in floors complete all as specified

300

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M & L for concrete bed to drain pipes of size 150 mm bore packing under and haunching against the sides of pipes after they are laid and tested in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed.

300

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M & L for precast RCC under ground sewage tank of size 1.60m x 1.0m x 1.60m of capacity 2000 Lits installed and fixed in position complete as directed by the Engineer-in-Charge.

10

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Removal of excavated material [Soil] to a distance not exceeding 1.5Km but not exc 5.0 Km and depositing complete all as directed.

274.72

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M & L for Plain cement concrete Type B-1 [Nominal Mix] 1:2:4 using 20mm graded stone aggregate as in benching of manholes complete all as specified and as directed.

3

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M & L for Providing Precast Cement Concrete Solid Block Masonry of 1:3:6, Type C1 using 20mm graded stone aggregate exceeding 100mm width with plain or interlocking joints set in cement mortar 1:6 complete all as specified and as directed.

34.8

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M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:6, mixing with and including water proofing compound @ 2% by weight of cement and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed.

120

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M & L for providing Precast RCC 1:2:4, Type B-1, using 20mm graded stone aggregate as in Landings, Cover Slabs [for manholes etc], Chullah Hoods, Chajjas, Water Troughs, Mangers, Shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed.

3.5

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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and as directed.

333

-

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M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed

333

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-

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M&L for sand filling under floors or in foundations including watering, consolidation, spreading and levelling in layers not exc 25mm thick complete all as specified and as directed.

17

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M & L for 200mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars laid in trenches or in floors complete all as specified

80

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M & L for concrete bed to drain pipes of size 200 mm bore packing under and haunching against the sides of pipes after they are laid and tested in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed.

80

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Removing existing RCC drain cover of any size and refing/laying in same opening when and as directed by the Engineer-in-Charge

600

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Cleaning / desilting of loose mud, rubbish, etc from the covered drain bed including uprooting of vegetation growth thourouhly and wire brushin, flushing with water so as to achieve smooth flow of water in drain and removing rubbish outside MD land and depositing in low lying areas including removing and relaying of covers in its existing position complete all as directed by Engineer-in-Charge.

200

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Supplying, laying and testing LT UG cable, XLPE insulated, screened insulated, steel strip armoured and pressure extruded PVC bedded, 1100 Volts grade [heavy duty] with aluminium conductor of size 3.5 Core 25 Sqmm laid in trenches, fixed to walls or passing through pipes and connecting up complete all as specified and as directed.

600

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Supplying, laying and testing LT UG cable, XLPE insulated, screened insulated, steel strip armoured and pressure extruded PVC bedded, 1100 Volts grade [heavy duty] with aluminium conductor of size 2 Core 10 Sqmm laid in trenches, fixed to walls or passing through pipes and connecting up complete all as specified and as directed.

1440

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Supplying, laying and testing LT UG cable, XLPE insulated, screened insulated, steel strip armoured and pressure extruded PVC bedded, 1100 Volts grade [heavy duty] with aluminium conductor of size 2 Core 6 Sqmm laid in trenches, fixed to walls or passing through pipes and connecting up complete all as specified and as directed.

180

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Earthing complete with Galvanised Steel Earth Plate Electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of Plate not less than 1.50 m below normal ground level connected to galvanised earth wire 4mm dia [Earth Lead] and GI pipe 15 mm dia medium Grade for earthing lead protection to the extent of maximum 7.5m,earth plate electrode surrounded by 150mm thick packed layers of charcoal and common salt filled in alternate layers, connected to the plate by means of GI bolts & nuts complete all as per Electrical plate No. 3 of SSR Part – I, connected to earthing test point including testing on completion including PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm angle iron, MSfunnel with 20 mm bore medium grade GI Watering pipe, wire mesh, earth work excavation, returning filling, removal of surplus soil etc. complete all as specified and as directed.

10

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Supply and fix Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.0m long) as per IS including applying three coats of black bituminous paint through out internally and two coats on the portion embedded in concrete and two coats of aluminium paint over a coat of zinc chrome primer to the exposed surfaces of steel pole complete all as directed

6

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S & F Loop in loop out pole mounted FRP Junction Box of size 200 X 140 X 95mm with IP 66 Protection including MCB, SP, 6 Amps, B Curve, 240 Volts [1 Nos], 32 Amps rated Heavy Duty Four Way Connector [1 Nos] and for incomer and outgoing cable, suitable for Pole mounting and fixed with clamps made out of 40 X 3mm flat iron with suitable nuts, bolts, gland lugs etc duly painting the steel surfaces with two coats of aluminium paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

6

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S & F Energy efficient & Long life Street Light Luminaire, 35 W, 5700 K with Pressure Die Cast Aluminium Housing, IP66 protection, heat resistant glass cover, high power LEDs as light source, electronic driver including GI Bracket made out of 32 mm bore GI tube, light Grade of size not exceeding 1.50 m in length and bent to shape required fixed with and including 2 Nos of Pole fitting Clamps made of MS Flat of size 50 X 6mm with bolts, nuts, washers and painting the steel surfaces with two coats of aluminium paint over a coat of red oxide zinc chrome primer and connecting up with three core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm all as specified and as directed.

6

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M & L for dry river sand cushioning over and around the cable for cable protection in trenches, levelled and punned down complete all as specified and as directed. [Note: The punned down thickness shall be measured for payment.]

49.24

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Suuply and laying common burnt clay building bricks, sub class 'B' for cable protection complete all as directed

3800

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Suuply, install, testing and commissioning of Pump set centrifugal electric driven of 3 HP capacity including DOL starter with OLR/SPP relay miounting on and including suitable PCC foundation and making necessary electric connections from motor to starter complete all as directed

2

-

-

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S & F Gun Metal Globe or Gate valve of Class - I, pressure tested of 1.5 Mpa, 40 mm bore with iron wheel head, screwed both ends for iron pipe complete all specified and as directed.

3

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S & F Gun Metal Globe or Gate valve of Class - I, pressure tested of 1.5 Mpa, 25 mm bore with iron wheel head, screwed both ends for iron pipe complete all specified and as directed.

18

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-

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S & F water sprinkler with rotary spray heads / nozzles made of gun metal suitable for arboriculture works including necessary connections complete all specified and as directed.

15

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-

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S & F 40mm bore High density polyethylene (HDPE) pipes of pressure rating 6 kgf/sqcm including all fittings complete all as specified and as directed.

140

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S & F 25mm bore High density polyethylene (HDPE) pipes of pressure rating 6 kgf/sqcm including all fittings complete all as specified and as directed.

1730

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Cutting the existing GI water tubing 50mm dia and making branch connection by inserting suitable TEE / reducer complete all as specified and as directed.

1

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S & F GI water tubing of 25 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in trenches or in floors complete all as specified and as directed.

115

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S & F GI water tubing of 50 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in trenches or in floors complete all as specified and as directed.

37.5

-

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S & F Gun Metal Globe or Gate valve of Class - I, pressure tested of 1.5 Mpa, 50 mm bore with iron wheel head, screwed both ends for iron pipe complete all specified and as directed.

1

-

-

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Excavation in post holes each not exceeding 0.5 Cum each, getting out in Soft / Loose soil, including returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.

18

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S & F Mild Steel work conforming to Fe-290, Grade E-165 as in Hand Rails, Platforms, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc., Wind Ties for roof including securing bolts, Posts and Struts in Fencing including cutting tops to shape as directed, bending to shape, notching for wire, drilling holes or as in flat iron fillets [for securing wire mesh and barbed wire etc.] including all necessary drilling, bolting or riveting, etc. and similar work complete all as specified and directed.[Note: Quoted rate is inclusive for applying one coat of black bituminous paint on steel surfaces embedded in concrete]

397

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Suuply only chain link MS galvanised of any type and size suitable for fencing

124.73

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Fixing only Chain link fencing of any size including line wires, any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.

63

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S & F MS machine made screw bolts with hexagonal or square head one end and screwed other or screwed both ends, fitted with washers and one hexagonal or square nut exceeding 5cm but not exceeding 10 cm long, dia of neck exceeding 5 mm but not exceeding 10 mm complete all as specified and as directed.

5.36

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S & F MS Round bars 10mm dia and over, cut to length, bent to shape and binding with MS wire as in running bars for chain link fencing.

93.27

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S & F Galvanised, 2 Strand, Steel Barbed Wire 2.24mm dia, Barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed.

1.09

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M & L for applying two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed.

48.77

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M & L for 20mm thick Granite (of any type) tiles machine cut, in skirting/dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as directed

16.92

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S & F mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe 410-W (Gde E- 250) quality A complete all as directed.

415

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M & L for Point wiring complete with PVC insulated unsheathed FRLS cable 1100V grade conforming to IS-694, 1.5 Sqmm (nominal area) single core multi-stranded with copper conductor drawn through and including non metallic rigid PVC conduit not less than 20mm dia with all necessary accessories including provision of FRLS cable, 1100 volts grade conforming to IS-694, PVC insulated, unsheathed multi-stranded copper conductor of size 1.5 Sqmm as earth continuity conductor and connecting to common earth dolly including 2.0mm thick MS sheet terminal box duly painted with 3.0mm thick phenolic laminated sheet top cover suitable for mounting one light point / fan point / / bell point / 5 Amps socket on independent borad controlled by one switch complete all as specified and directed.

7

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All as per item No. 142 above but for one 5 Amps socket on same board

1

-

-

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All as per item No. 142 above but for one 5 Amps socket on independent board

1

-

-

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All as per item No. 142 above but with 2.5 Sqmm (nominal area) FRLS single core multi-stranded with copper conductor suitable for mounting one 3/5 pin 5/15 Amps socket point on independent board controlled by one switch complete all as directed.

1

-

-

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S & F Switch, Modular Type, One Module, Single Pole, One Way, 6 Amps, 230 Volts complete all as specified and as directed.

9

-

-

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S & F Socket, 6A - 2/3 pin combined 2 module, complete all as specified and as directed.

2

-

-

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S & F Socket, 16A - 2/3 pin combined 2 module, complete all as specified and as directed.

1

-

-

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S & F Socket 6A/16A - 2/3 pin combined 2 module, complete all as specified and as directed.

1

-

-

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S & F Fan step regulator, 120W - 2 module, complete all as specified and as directed.

2

-

-

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S & F Ceiling rose, 3 phase/PVC/polycarbonate, isolated body complete all as specified and as directed.

13

-

-

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S & F MCB DB, SPN, 8 Way, 240 Volts, with DIN Channel, Double Door with 200 Amps rated bus bar suitable for mounting MCBs flush mounted with wall complete all as specified and as directed.

1

-

-

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M & L for concealed sub main wiring with two runs of single core 2.5 Sqmm and one run of 2.5 Sqmm PVC insulated unsheathed copper conductor cable FRLS grade drawn through and including suitable size PVC conduit with all connected accessories suitable for fixing on walls / ceiling / roof complete all as specified and directed. [Note: 2 runs of cable for Phase & neutral, 1 run for earth with 1 run of conduit shall be measured as 1 Rm]

60

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S & F SPN 32 Amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) complete with connection testing and commissioning complete all as specified

1

-

-

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S & F SP 6 to 32 Amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) complete with connection testing and commissioning complete all as specified

6

-

-

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Supply and fixing LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified

4

-

-

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Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete

6

-

-

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Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300mm sweep with, 1200 RPM, copper winding, blades, and frame and louvers coomplete all as specified

1

-

-

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Supply and fixing ceiling fans complete with blades, down rods, and accessories, 230 V, 1200mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified

2

-

-

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Supply and laying unreinforced precast concrete cable covers of class LV, type-1, flat of size 250x150x40mm laid in trenches as in cable protection complete all as directed

200

-

-

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Design, supply, install, commissioning and testing of Packaged Sewage Treatment Plant [STP] of having capacity 110 KL per day with teritary treatment as per the Technology Provider(s) / OEM recommendations and all as specified at Naval Dockyard to achieve the following parameters and other parameters as mentioned in the tender documents: [Note: Bidders are required to submit the documents in support of their eligibility for bidding as per PQC specified IN NIT]

1

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[A] Design Parameters: Nature of waste water : Sewage Flow rate (KLD) : 110 KLD Operating hours : 24 hours

-

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[B] Design Raw Water Parameters: PH : 6.5 - 8.5 COD : = 500 – 600 ppm BOD (3 days @ 270C) : =175 ppm TSS : =200 ppm Oil & grease : =50 ppm

-

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[C] Treated Water Parameters: PH : 6.5 - 8.5 COD : 50 mg/L BOD (3 days @ 270C) : 10 mg/L TSS : 10 mg/L Oil & grease : 10 mg/L Total Nitrogen : 10 mg/L Total Phosphorus : 1 mg/L Odour : No foul odour Colifom : Nil

-

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COMPONENTS OF STP PLANT: The equipment for the STP shall be as per OEM Recommendations:

-

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Notes: [i] Since the design of STP shall be as per OEM, please note that unit rate quoted for Sewage Treatment Plant shall be deemed to be inclusive of full and final completion of work as per BoQ, Particular Specifications and specifications as per OEM recommendations read in conjunction with each other. Any item not covered in the scope but essential for smooth functioning of STP shall be provided as per OEM/Technology providers recommendations. The quoted rate is inclusive for the same. No additional claim whatsoever in this regard shall be entertained.

-

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[ii] Structural drawings of all RCC structures required to be constructed in the subject work shall be submitted duly vetted by IIT / NIT / Government Engineering College within one month of acceptance of tender. Reinforcement shall be High Strength Corrosion Resistant Deformed TMT Steel bars of Grade Fe-500D. All RCC works shall be in M-30 [Design Mix] Concrete.

-

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[iii] The complete scheme of STP shall be vetted by OEM / technology provider for its 110 KLD sewage hold by capacity. [iv] (xii) Cost of all spares required during defects liability period for keeping the system functional, is deemed to be inclusive in the rate quoted above. No claim whatsoever shall be entertained at later date.

-

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M & L for 150mm outer dia High Density Polyethylene [HDPE] Pipes of pressure rating 6 kgf/Sqcm laid in trenches or on floors with connections to STP outlet and draining out the treated water to drains including necessary fittings, testing complete all as specified and as directed.

4296

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M & L for DI pipe 150mm dia laid in trenches or on floors with connections to STP outlet and draining out the treated water to drains including necessary fittings, testing complete all as specified and as directed. [From raw collection tank to main HDPE line]

36

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S & F GI water tubing of 50 mm bore, heavy duty grade galvanised iron with flanged at one end including all fittings and fixtures such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in trenches / on walls including testing, complete all as specified and as directed.

72

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S & F 50mm dia CI Non Return Valve, class PN-1 cast iron body with bypass arrangement conforming to relevant IS, heavy duty, flanged, drilled, with necessary rubber gaskets, nuts & bolts etc as required and testing complete all as specified and as directed.

22

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S & F Pipe Support for all types of pipes including hangars / fastners / elbows/ supports / tees complete all as specified and directed

8

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Supplying, installing, testing and commissioning of Electrically Driven Non-Clog vertical Submersible Pump Set of 3.0 HP Capacity, Non-clog to pass 40mm size particles including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a discharge capacity of 14.4 cum/hr at 13.8 metres head in wet well, 2900RPM, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 415 Volts, 3 Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed.

4

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Supplying, installing, testing and commissioning of Electrically Driven Non-Clog vertical Submersible Pump Set of 1.5 HP Capacity, Non-clog to pass 40mm size particles including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a discharge capacity of 14.4 cum/hr at 10.2 metres head in wet well, 2900RPM, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 415 Volts, 3 Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed. [2 Nos at each Raw collection tanks]

18

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Design, develop, integrate and commission of SCADA system for 110 KLD STP plant along with various analysing equipments/ capativative level sensor for water supply system as indicated in the layout diagram. The SCADA System shall comprise of followings:- (a) Master Control station with personal computer including necessary operating system and software with latest processor and monitor of suitable size. (b) UPS with half an hour backup. (c) Laser Printer. (d) Server. (e) Data Gateway. (f) SCADA software which can be operated, programmed and modified by agencies other than developer (g) PLC/ Microprocessor Controllers with indoor/ outdoor applications for for water sensing display, pump operation with RTU/ without RTU or Microprocessor controller and microprocessor transmitter. (h) Motorised butterfly valves (i) Pressure Transmitter (j) Ultrasonic Sensors (k) Flow meter and switches (l) Air release solenoid valves

1

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Notes:- (i) Design report shall be submitted before execution of Work at site by the contractor to GE for approval. (ii) Design of Communication System shall be done by the bidder Cloud based server/ data storage/communication shall not be used and only local server based system shall be designed. (iii) The cost of each item shall also be attached to arrive at pricing in case of some addition/ reduction at site (iv) Operating system, system software and programming shall not be intellectual property of any agency. (v) The memory in the hard disk shall be suitable for six months data. The backup storage device/ devices shall be provided for archiving of data more than six months old. (vi) In case of addition of installations, the system shall be capable of integrating the same. (vii) The responsibility of the agency is restricted to intimate mechanical and electrical failures such as failure of pumps, leakages, etc such repairs for items like pump, water pipe line, leakages etc not forming part of the SCADA system shall be carried out by MES (viii) The SCADA system should have provision of both manual and automatic operation of installations. (ix) All outdoor items to be installed shall be suitable for all weather conditions (x) The contractor shall submit details of preventive maintenance carried out quarterly and shall also submit fitness certificate of system. (xi) The quoted rate is deemed to be inclusive for operation & maintenance during defects liability period after completion of Phase-I. (xii) Cost of all spares required during defects liability period for keeping the system functional, operation including payment of bills by telecom service provider is deemed to be inclusive in the rate quoted above. No claim whatsoever shall be entertained at later date. Make of PLC :- Larsen & toubro, Schneider, Seimens, Rockwell Automation, Honeywell, ABB

-

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PHASE – II [Schedule "A" Part – II] [Item Nos. 170 to 189]: Outsourcing of Services for Operation of Sewage Treatment Plant as provided under this contract for Ten Years [i.e. 120 Months] after successful Completion of work under Phase – I and Comprehensive Maintenance of Sewage Treatment Plant with scada system as provided under this contract for Eight Years [i.e. 96 Months] after successful completion of Defect Liability Period:

-

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during FIRST Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during SECOND Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during THIRD Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during FOURTH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during FIFTH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during SIXTH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during SEVENTH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during EIGHTH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during NINETH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) installed at Naval Dockyard, Visakhapatnam as provided under this contract, during TENTH Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician / Operator [ITI Qualified] and One Helper with 3 years relevant experience and trained in similar field in One Shift of 08 Hours per day including Sunday and Holiday including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.

12

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Notes for item Nos. 170 to 180: The rate quoted shall be deemed to include the following services also:- [a] To take care of housekeeping, kepping the area up to 20m all around installation aboslutely neat and clean and free from vegetation for environmental cleanliness. [b] To maintain all installations provided under this contract as per IE Rules / Standard Engineering Practice and maintenance of Installation Log Books and Maintenance Register. [c] Providing proper uniform to the staff employed by contractor as approved by GE.

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during THIRD Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during FOURTH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during FIFTH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during SIXTH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during SEVENTH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during EIGHTH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during NINETH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Comprehensive Maintenance of Sewage Treatment Plant of capacity 110 Cum / Day (110 KLD) including Scada system installed at Naval dockyard, Visakhapatnam as provided under this contract including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during TENTH Year after successful Completion of work under Phase – I complete all as specified and as directed. [i.e after completion of defects liability period]

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Note for Serial Item No. 181 & 188: The quoted rates shall be deemed to include the following operation: [a] Preventive and breakdown maintenance of all the equipment by regular oiling, greasing changing of gland packing, replacement of nuts and bolts etc. during the period of work order. [b] Cost of all spares required / necessiated for Operation / Maintenance of Sewage Treatment Plant and Scada system for 08 years post defects liability period, operation including payment of bills by telecom service provider is deemed to be inclusive in the quoted rates for respective year. The cost of spare parts to be replaced for operation maintenance of Sewage Treatment Plant shall be borne by the contractor as per conditions of the contract. [c] To provide chemicals such as Sodium Hypo Chlorite and any other chemical required, oil and grease required for operation of the plant. [d] To maintain the installations provided under this contract as per IE Rules / Standard Engineering Practice. [e]The Sludge generated by the Sewage Treatment Plant shall be disposed by the contractor as per manufacture's instructions, OEM directives and as per instructions of the Engineer-in-Charge. [f] Spare parts if any, required for Operation / Maintenance of Sewage Treatment Plant and Scada system during the currency of defect liability period shall deemed to be inclusive under respective item of works under Phase-I. [g] Periodical maintenance shall be carried out by the authorised representative of the original equipment manufacture [OEM] of the Sewage Treatment Plant. [h] The Contractor shall be responsible for safe custody of the lab instruments glass work. Shortage, breakage etc. and the cost shall be borne by them during Operation and maintenance. [i] Electricity and water for operation of the plant will be supplied by the Department free of Cost.

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